HomeMy WebLinkAboutENGINEERING POOL ENCLOSURE1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SE17
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". SGANNED
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS BY
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES. aq Lucie®untv
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
E WOOD DECK IS P E ENT SE 1/4"X3 1/2" GALV LAG
CONCRETE & FOUNDATION DESIGN:
3. WHER R S U -
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
SPECIFIED.
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
APPLICABLE:
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
FOLLOWING COMPONENTS:
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
I. PORTLAND CEMENT TYPE 1 - ASTM C 150
24" O.C. AND 6" FROM ENDS.
II. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
III. AIR ENTRAINING +/- 1 % - ASTM C 260
SCREW AT 24" O.C. AND 6" FROM ENDS
IV. WATER REDUCING AGENT - ASTM C 494
D. WHERE 1'X2" INSTALLED THROUGHOUT AN "OPEN VIEW"
V. CLEAN POTABLE WATER
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
VI. OTHER ADMIXTURES NOT PERMITTED
MASONRY SPECIFICATIONS:
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
II. WELDED WIRE FABRIC - ASTM A185
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
C.-CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
ON TYPE M OR S MORTAR.
OR MORE THAN 5"-WATER ADDED-AF-T-E-R-BATC.HING IS NOT
2. ALL MORTAR SHALL BE TYPE M OR S.
PERMITTED. --3.
AL-L-GROU-T-SHALL-BE 2000 PSI MINIMUM AND HAVE
D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
MAXIMUM COARSE AGGR GE ATE SIZE-OF-3/8"- - --- - ---- -
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
INCLUDING HOT WHEATHER RECOMMENDATIONS.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
HEIGHT.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
MISCELLANEOUS:
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2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
FBC. (CATEGORY 2 ROOMS ONLY)
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
BARRIER. (CATEGORY 2 ROOMS ONLY)
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
SLAB (3000 PSI) IS PROVIDED IN SOUND CONDITION, FREE
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
FROM STRUCTURAL CRACKING, SPALLING & OTHER
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE
THE FIELD.
VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
GROUT WITH BONDING AGENT.
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
(OR EQUAL) TYP. ALL LOCATIONS.
STRUCTURE.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED.
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
RESPONSIBILITIES:
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
1. ALL SITE WORK SHALL BE PERFORMED B`! A LISCENED
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
NOTED.
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
LEGEND: (ALL MAY NOT APPL
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW-SE-C-T-I O
2 x 2: 2"x2"x0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"x0.044"
2 x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"4.045"
THESE PLANS p NlD taLL PPOPOSED WORK -
ARE SUBJECT 10 ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NE058-ARY IN ORDER TO
COMPLY WITH AU APpUC_A110 CODBS,
C0 NI C U LEh
ARC NSISILIT' OF THE,
FONT CTOR OF RECORD
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"0.050"4.120"
2 x 7 SMB: 2"x7"0.057"0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"x0.092"4.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICAT
IN INCHES.
RECEIVE®
MAY 16 2018
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SELF -MATING OR
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1/8"x2"x2" ANGLE
2 - #12 SMS INTO COLUMN 1"x3" O.B. BASE PLATE-TYP.
0 0 2-1/4" x 1/4" MASONRY ANCHOR
3/8" x 4" TAPCON 0 0 1-1/." MIN. CONC.
ANCHOR EMBEDMENT
MIN 4" SLAB 3000 PSI 2" MIN. INCREASE DISTANCE
CONC. w/FIBERMESH WHEN GREATER THAN 2x4
UPRIGHT IS USED
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CONC. FOOTING BELOW SIDE VIEW NOTE
WHERE PAVERS ARE PRESENT USE 5/16"
TAPCON XL (RED HEAD MFG.) MASONRY
ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING 2-1/4" (MIN.)
2 - #12 SMS
3/8" x 4" TAPCON 2 @ SLAB (BEYOND)
2-1/4" X 1/4" TAPCON 2 @ lx3 BASE
1"x3" BASE PLATE ANCHORED
TO CONC w/ 1/4" MASONRY
ANCHOR V MAX EACH SIDE
OF POST AND 24" O.C. MAX
CONC. FOOTING BELOW FRONT VIEW
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
2x2x3 ANGLE
W/ (3) #14 TEKS
EACH SIDE
2x2x125 ANGLE
W/ (4) #14x3/4" TEKS
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SCREW BOSSES
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DETAL SCALE: NTS
FASTEN TOP OF HEADER TO INTERSECTING
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PENETRATION INTO SCREW BOSS OF
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ALUMINUM INTERNAL OR EXTERNAL
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INTO GIRT OR PURLIN & (4) #14x3/4"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
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OR POST DETAIL SCALE: NTS
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DETAIL "F" - DOOR JAMB & HEADER
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS
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REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
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BEAM WHEN TRIMMED
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FASTEN w/(2) #12 SMS
EACH SIDE OF BEAM
2x2x4x1/8" ANGLE
EA. SIDE OF BEAT
w/(4) #14 TEKS
EACH LEG EACH
#12 SMS
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
GUTTER BRACE AT EACH BEAM
LOCATION
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CORNER POST
O
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TOP VIEW
DETAIL"H"
SCALE: NTS
FASTEN GUTTER TO
FASCIA w/ #14x2"
WOOD SCREW 18" O.C.
(2) #12 SMS
(2) #14x2"
WOOD SCREW
EXISTING WOOD FASCIA
STRUCTURAL
GUTTER
5052-H32 GUSSET
NOTE F
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INSTALL FASTENERS ALONG PERIMETER OF GUSSET
2X6 AND LESS THAN 3 ROWS OF (4) #14
-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS
FOR 2X7 AND GREATER 4 ROWS OF(4) #14
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-1
'NOTE: FOR SPANS OVER 33' ADD ANOTHER ROW
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-1
DETAIL "W'GUSSET CONNECTION
SCALE: NTS
EAVE RAIL
1" x 3" O.B.
PATIO SECTION
(2) #12 TEKS (TYP.)
EA. MEMBER (FOR
SPANS OVER 32'
USE #14 TEKS)
x3x0.05
CE (TYP.)
K-BRACE
LATERAL "W'-BRACING
CONNECTION DETAILS
(2) #14 WOOD SCREWS
(2) #12 SMS INTO FASCIA
2x2x1/8"ANGLE w/(2) GIRT \ '` #12 SMS EA. LEG
SMB
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1/8"x2"x4" STRAP
(2) #12 SMS INTO BEAM SIDE VIEW STRUCTURAL GUTTER
(2) #12 SMS INTO GUTTER
2x2x1/8" ANGLE w/(2)
#12 SMS EA. LEG \
GIRT
FASCIA
(2) #12 SMS
(2) GUTTER BRACES
EACH w/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
SMB
1/8"x2"x4" STRAP o 0
(2) #12 SMS INTO BEAM GIRT
(2) #12 SMS INTO GUTTER STRUCTURAL GUTTER
`ALTERNATELY USE 2x2x1/8 ANGLE
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE: NTS
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER
K-BRACE
2 x 3 x 0.050 CHAIR RAIL
K-BRACE
2x3x0.050
--- — — ---BRACE-(TYP.)-
LATERAL "K"-BRACING
CONNECTION DETAILS
.050" GUTTER STIFFNER
FASTEN TO FASIA W(2)
#12x2" WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS r_
x 3 x 0.050
DACE (TYP.)
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: NTS
(2) #12 TEKS (TV
EA.-MEMBER-(F(
SPANS OVER 32
USE #14 TEKS)
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REVISION 1:
DATE
PAGE:
REVISION 2:
DATE
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4
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